+42.97373, -87.91544
42°58'25" N, 87°54'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LRD W HOWARD AVE over IH 94-IH 43
Structure number:B40026500000000
Location:0.4 MI W JCT STH 38
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:68.9 ft. [21.0 m]
Total length:240.8 ft. [73.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:24,500 [as of 2013]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:73.7 tons [67.0 metric tons]
Inventory rating:37.4 tons [34.0 metric tons]
Sufficiency rating:62.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,864,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201562.8Not deficientExcellentGoodGood24500
June 201350.0Functionally obsoleteFairFairSatisfactory24500
July 201190.9Functionally obsoleteFairSatisfactorySatisfactory2800
July 200981.8Not deficientFairFairSatisfactory2800
July 200781.8Not deficientFairFairSatisfactory2800
June 200580.4Not deficientFairFairSatisfactory28700
July 200380.4Not deficientFairFairSatisfactory28700
November 200178.3Not deficientFairFairSatisfactory32500
August 200078.3Not deficientFairFairSatisfactory32500
December 199981.3Not deficientFairFairSatisfactory6200
February 199881.3Not deficientFairFairSatisfactory6200
July 199679.3Structurally deficientPoorFairSatisfactory6200
March 199583.5Not deficientFairFairSatisfactory6200
December 199483.5Not deficientFairFairSatisfactory6200
February 199392.5Structurally deficientPoorSatisfactorySatisfactory6200
April 199195.5Not deficientSatisfactorySatisfactorySatisfactory6200